EAST SITRA VILLAGE 2 FOUL NETWORK
9
2TX 2TX 3TX 2TX 2 6 2TX V-6 Project Stage Title Design Consultant Checked Approved Date Rev Prepared Job No. Rev Description Prep Chkd Appd Date PJH 10011 DETAIL DESIGN SOCIAL HOUSING PROJECT AT EAST SITRA Client JOD-10011-C-CD-00-FS-PL-0601 - Nov '15 J.D N.C 1:1000@A1 OVERALL VILLAGE 2 LAYOUT PLAN EAST SITRA FOUL SEWER PJH JD NC Draft DETAIL DESIGN Issue A V-2 0602 0603 0604 0605 CONNECT TO DEEP GRAVITY SEWER REFER TO AREA 10 DRAWINGS CONNECT TO DEEP GRAVITY SEWER REFER TO AREA 10 DRAWINGS CONNECT TO DEEP GRAVITY SEWER REFER TO AREA 10 DRAWINGS LEGEND: PROPOSED MANHOLE shown thus PROPOSED MAIN PIPELINE shown thus SECTION No. & DIRECTION shown thus LATERAL SEWER & CHAMBER shown thus NOTE's : FOUL SECTIONS REFER TO DRAWING's JOD-10011-C-CD-00-FS-PL-0606 to 0609 LATERAL SECTIONS REFER TO DRAWING's JOD-10011-C-CD-00-FS-PL-0610 to 0619 STANDARD DETAILS REFER TO DRAWING's JOD-10011-C-CD-00-FS-PL-0620 to 0624 FOR MANHOLE REPORT & CHAMBER DETAILS. No.1 200mm@1:? Notes 1. This Drawing is to be read in conjunction with all other relevant documentation. 2. Do not scale from this drawing, use only printed dimensions. 3. All dimensions in millimetres, all chainages, levels and coordinates are in metres unless defined otherwise. 4. This drawing is to be read in conjunction with the project Health and Safety File for any identified potential risks. 5. All materials to be approved by EWA/SEPPD prior to installation. 6. Installation to be in accordance with SEPPD standards and best practices and in accordance with the utility cross sections. 7. All works to be carried out by a SEPPD approved contractor. 8. Pipe diameters up to 450mm, shall be of uPVC. 9. Pipe diameters above 450mm, shall be of GRP material. 10. Minimum clear cover from finish grade level to the top of pipe shall be minimum 1200mm. ?
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Transcript of EAST SITRA VILLAGE 2 FOUL NETWORK
2T
X
2T
X
3TX
2TX
2
6
2TX
V-6
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev
Description Prep
Chkd
Appd
Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECTAT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0601 -
Nov '15J.DN.C
1:1000@A1
OVERALL VILLAGE 2 LAYOUT PLANEAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
V-2
0602 0603
0604 0605
CONNECT TO DEEP GRAVITY SEWER
REFER TO AREA 10 DRAWINGS
CONNECT TO DEEP GRAVITY SEWER
REFER TO AREA 10 DRAWINGS
CONNECT TO DEEP GRAVITY SEWER
REFER TO AREA 10 DRAWINGS
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED MAIN PIPELINE shown thus
SECTION No. & DIRECTION shown thus
LATERAL SEWER & CHAMBER shown thus
NOTE's :
FOUL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0606 to 0609
LATERAL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0610 to 0619
STANDARD DETAILS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0620 to 0624 FOR
MANHOLE REPORT & CHAMBER DETAILS.
No.1
200mm@1:?
Notes
1. This Drawing is to be read in conjunction with all other relevant
documentation.
2. Do not scale from this drawing, use only printed dimensions.
3. All dimensions in millimetres, all chainages, levels and coordinates
are in metres unless defined otherwise.
4. This drawing is to be read in conjunction with the project Health and
Safety File for any identified potential risks.
5. All materials to be approved by EWA/SEPPD prior to installation.
6. Installation to be in accordance with SEPPD standards and best
practices and in accordance with the utility cross sections.
7. All works to be carried out by a SEPPD approved contractor.
8. Pipe diameters up to 450mm, shall be of uPVC.
9. Pipe diameters above 450mm, shall be of GRP material.
10. Minimum clear cover from finish grade level to the top of pipe shall
be minimum 1200mm.
?
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev
Description Prep
Chkd
Appd
Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECTAT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0602 -
Nov '15J.DN.C
1:500@A1
SHEET 1 of 4VILLAGE 2 LAYOUT PLANEAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
No.1
No.1
No.1
No.1
No.2
No.3
No.1
No.4
No.6
No.5
No.5
No.5
No.7
No.7
No.8
No.18
No.18
No.13
No.12
No.12
No.14
No.14
No.14
No.14
No.15
No.16
No.28
35
1
36
37
38
39
44
43
41
42
2
40
3
45
46
47
48
80
79
78
77
76
18
114
115
116
118
119
86
87
90
91
88
8483
82
13
81
12
15
89
171
172
173
102
103
100
95
104
93
90
90
9594
61
57
56
54
55
58
59
60
63
64
8
62
10
9
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED MAIN PIPELINE shown thus
SECTION No. & DIRECTION shown thus
LATERAL SEWER & CHAMBER shown thus
NOTE's :
FOUL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0606 to 0609
LATERAL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0610 to 0619
STANDARD DETAILS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0620 to 0624 FOR
MANHOLE REPORT & CHAMBER DETAILS.
No.1
200mm@1:?
Notes
1. This Drawing is to be read in conjunction with all other relevant
documentation.
2. Do not scale from this drawing, use only printed dimensions.
3. All dimensions in millimetres, all chainages, levels and coordinates
are in metres unless defined otherwise.
4. This drawing is to be read in conjunction with the project Health and
Safety File for any identified potential risks.
5. All materials to be approved by EWA/SEPPD prior to installation.
6. Installation to be in accordance with SEPPD standards and best
practices and in accordance with the utility cross sections.
7. All works to be carried out by a SEPPD approved contractor.
8. Pipe diameters up to 450mm, shall be of uPVC.
9. Pipe diameters above 450mm, shall be of GRP material.
10. Minimum clear cover from finish grade level to the top of pipe shall
be minimum 1200mm.
?
117
93
6
5 52
49
464
51
50
7
204
53
96
205
169
170
2TX
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev
Description Prep
Chkd
Appd
Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECTAT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0603 -
Nov '15J.DN.C
1:500@A1
SHEET 2 of 4VILLAGE 2 LAYOUT PLANEAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
No.11
No.11
No.9
No.9
No.9
No.10
No.8
No.14
No.33
Deep
Gravity Sewer
to East Sitra Pumphouse
CONNECT TO DEEP GRAVITY SEWER
SEE AREA 10 DRAWINGS FOR DETAILS
98
99
106
16
28
170
169
168
17
33
74
75
70
69
67
68
72
73
71
11
66
206
10
65
111
112
109
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED MAIN PIPELINE shown thus
SECTION No. & DIRECTION shown thus
LATERAL SEWER & CHAMBER shown thus
NOTE's :
FOUL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0606 to 0609
LATERAL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0610 to 0619
STANDARD DETAILS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0620 to 0624 FOR
MANHOLE REPORT & CHAMBER DETAILS.
No.1
200mm@1:?
Notes
1. This Drawing is to be read in conjunction with all other relevant
documentation.
2. Do not scale from this drawing, use only printed dimensions.
3. All dimensions in millimetres, all chainages, levels and coordinates
are in metres unless defined otherwise.
4. This drawing is to be read in conjunction with the project Health and
Safety File for any identified potential risks.
5. All materials to be approved by EWA/SEPPD prior to installation.
6. Installation to be in accordance with SEPPD standards and best
practices and in accordance with the utility cross sections.
7. All works to be carried out by a SEPPD approved contractor.
8. Pipe diameters up to 450mm, shall be of uPVC.
9. Pipe diameters above 450mm, shall be of GRP material.
10. Minimum clear cover from finish grade level to the top of pipe shall
be minimum 1200mm.
?
No.1
No.3
No.1
No.4
No.6
No.5
No.5
No.5
No.7
No.7
No.8
No.14
No.14
No.14
No.14
No.15
No.16
No.28
46
48
119
86
87
90
91
88
84
15
89
171
172
173
102
103
100
95
104
93
90
9594
61
57
56
54
55
58
59
60
63
64
8
62
9
93
6
5 52
49
464
51
50
7
204
53
96
205
105
108
110
Deep
Gravity Sewer
to East Sitra Pumphouse
2
2TX
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev
Description Prep
Chkd
Appd
Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECTAT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0604 -
Nov '15J.DN.C
1:500@A1
SHEET 3 of 4VILLAGE 2 LAYOUT PLANEAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
No.18
No.18
No.18
No.18
No.18
No.19
No.20
No.20
No.20
No.21
No.22
No.24
No.24
No.24
No.24
No.24
No.23
No.25
No.26
No.28
No.28
No.28
No.28
No.32
No.32
No.30
19
120
115116
117
119
118
121
22
138
140
139
130
131
143
137
136
135
134
133
21
13220
122
123
124
125
126
127
128
129
24
144
145
146
147
148
149
150
151
158
152
153
155
154
156
157
162
163
159
160
164
26
166
165
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED MAIN PIPELINE shown thus
SECTION No. & DIRECTION shown thus
LATERAL SEWER & CHAMBER shown thus
NOTE's :
FOUL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0606 to 0609
LATERAL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0610 to 0619
STANDARD DETAILS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0620 to 0624 FOR
MANHOLE REPORT & CHAMBER DETAILS.
No.1
200mm@1:?
Notes
1. This Drawing is to be read in conjunction with all other relevant
documentation.
2. Do not scale from this drawing, use only printed dimensions.
3. All dimensions in millimetres, all chainages, levels and coordinates
are in metres unless defined otherwise.
4. This drawing is to be read in conjunction with the project Health and
Safety File for any identified potential risks.
5. All materials to be approved by EWA/SEPPD prior to installation.
6. Installation to be in accordance with SEPPD standards and best
practices and in accordance with the utility cross sections.
7. All works to be carried out by a SEPPD approved contractor.
8. Pipe diameters up to 450mm, shall be of uPVC.
9. Pipe diameters above 450mm, shall be of GRP material.
10. Minimum clear cover from finish grade level to the top of pipe shall
be minimum 1200mm.
?
23 141
142
No.24
30
179
14
85
188
32
189
191
190
90
No.17
34
161
25
No.28
15
89
173
172
171169
170
178
175
174
177
184
183
182
180
181
193
192
203
97
206
2T
X
3TX
2
2TX
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev
Description Prep
Chkd
Appd
Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECTAT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0605 -
Nov '15J.DN.C
1:500@A1
SHEET 4 of 4VILLAGE 2 LAYOUT PLANEAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
No.18
No.18
No.18
No.27
No.24
No.23
No.28
No.28
No.28
No.28
No.29
No.33
No.33
No.30
No.30
No.32
No.32
No.20
Deep
Gravity Sewer
to East Sitra Pumphouse
CONNECT TO DEEP GRAVITY SEWER
see AREA 10 DRAWINGS FOR DETAILS
15
89
173
172
171169
170
28
168
178
175
174
177
176
90
195
196
197
31
185
186
187
184
183
182
180
181
30
179
14
85
188
32
189
191
190
192
193
203
201
202200
199
198
33
194
27
167
151
141
142
159
140
130
131
143
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED MAIN PIPELINE shown thus
SECTION No. & DIRECTION shown thus
LATERAL SEWER & CHAMBER shown thus
NOTE's :
FOUL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0606 to 0609
LATERAL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0610 to 0619
STANDARD DETAILS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0620 to 0624 FOR
MANHOLE REPORT & CHAMBER DETAILS.
No.1
200mm@1:?
Notes
1. This Drawing is to be read in conjunction with all other relevant
documentation.
2. Do not scale from this drawing, use only printed dimensions.
3. All dimensions in millimetres, all chainages, levels and coordinates
are in metres unless defined otherwise.
4. This drawing is to be read in conjunction with the project Health and
Safety File for any identified potential risks.
5. All materials to be approved by EWA/SEPPD prior to installation.
6. Installation to be in accordance with SEPPD standards and best
practices and in accordance with the utility cross sections.
7. All works to be carried out by a SEPPD approved contractor.
8. Pipe diameters up to 450mm, shall be of uPVC.
9. Pipe diameters above 450mm, shall be of GRP material.
10. Minimum clear cover from finish grade level to the top of pipe shall
be minimum 1200mm.
?
No.24
No.24
No.17
No.26
152
153
155
154
156
157
162
34
161
163
164
26
166
165
97
No.18
No.24
No.24
No.24
No.25
158
25
160
206
CONNECT TO DEEP
GRAVITY
SEWER
see AREA 10
DRAWINGS FOR DETAILS
No.31
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev
Description Prep
Chkd
Appd
Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECTAT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0606 -
Nov '15J.DN.C
1:1000@A1
SHEET 1 of 4VILLAGE 2 SECTION
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
SCALE = 1:1000 HORIZONTAL
1:100 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
LATERAL SEWER CONNECTION shown thus
V 2 - F - N o .
Notes
1. This Drawing is to be read in conjunction with all other relevant
documentation.
2. Do not scale from this drawing, use only printed dimensions.
3. All dimensions in millimetres, all chainages, levels and coordinates
are in metres unless defined otherwise.
4. This drawing is to be read in conjunction with the project Health and
Safety File for any identified potential risks.
5. All materials to be approved by EWA/SEPPD prior to installation.
6. Installation to be in accordance with SEPPD standards and best
practices and in accordance with the utility cross sections.
7. All works to be carried out by a SEPPD approved contractor.
8. Pipe diameters up to 450mm, shall be of uPVC.
9. Pipe diameters above 450mm, shall be of GRP material.
10. Minimum clear cover from finish grade level to the top of pipe shall
be minimum 1200mm.
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev
Description Prep
Chkd
Appd
Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECTAT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0607 -
Nov '15J.DN.C
As Shown@A1
SHEET 2 of 4VILLAGE 2 SECTION
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
SCALE = 1:1000 HORIZONTAL
1:100 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
LATERAL SEWER CONNECTION shown thus
V 2 - F - N o .
Notes
1. This Drawing is to be read in conjunction with all other relevant
documentation.
2. Do not scale from this drawing, use only printed dimensions.
3. All dimensions in millimetres, all chainages, levels and coordinates
are in metres unless defined otherwise.
4. This drawing is to be read in conjunction with the project Health and
Safety File for any identified potential risks.
5. All materials to be approved by EWA/SEPPD prior to installation.
6. Installation to be in accordance with SEPPD standards and best
practices and in accordance with the utility cross sections.
7. All works to be carried out by a SEPPD approved contractor.
8. Pipe diameters up to 450mm, shall be of uPVC.
9. Pipe diameters above 450mm, shall be of GRP material.
10. Minimum clear cover from finish grade level to the top of pipe shall
be minimum 1200mm.
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev
Description Prep
Chkd
Appd
Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECTAT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0608 -
Nov '15J.DN.C
As Shown@A1
SHEET 3 of 4VILLAGE 2 SECTION
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
SCALE = 1:1000 HORIZONTAL
1:100 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
LATERAL SEWER CONNECTION shown thus
V 2 - F - N o .
Notes
1. This Drawing is to be read in conjunction with all other relevant
documentation.
2. Do not scale from this drawing, use only printed dimensions.
3. All dimensions in millimetres, all chainages, levels and coordinates
are in metres unless defined otherwise.
4. This drawing is to be read in conjunction with the project Health and
Safety File for any identified potential risks.
5. All materials to be approved by EWA/SEPPD prior to installation.
6. Installation to be in accordance with SEPPD standards and best
practices and in accordance with the utility cross sections.
7. All works to be carried out by a SEPPD approved contractor.
8. Pipe diameters up to 450mm, shall be of uPVC.
9. Pipe diameters above 450mm, shall be of GRP material.
10. Minimum clear cover from finish grade level to the top of pipe shall
be minimum 1200mm.
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev
Description Prep
Chkd
Appd
Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECTAT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0609 -
Nov '15J.DN.C
As Shown@A1
SHEET 4 of 4VILLAGE 2 SECTION
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
SCALE = 1:1000 HORIZONTAL
1:100 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
LATERAL SEWER CONNECTION shown thus
V 2 - F - N o .
Notes
1. This Drawing is to be read in conjunction with all other relevant
documentation.
2. Do not scale from this drawing, use only printed dimensions.
3. All dimensions in millimetres, all chainages, levels and coordinates
are in metres unless defined otherwise.
4. This drawing is to be read in conjunction with the project Health and
Safety File for any identified potential risks.
5. All materials to be approved by EWA/SEPPD prior to installation.
6. Installation to be in accordance with SEPPD standards and best
practices and in accordance with the utility cross sections.
7. All works to be carried out by a SEPPD approved contractor.
8. Pipe diameters up to 450mm, shall be of uPVC.
9. Pipe diameters above 450mm, shall be of GRP material.
10. Minimum clear cover from finish grade level to the top of pipe shall
be minimum 1200mm.
